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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2017-11 (Vol.21 No.6)
  4. 10.11112/jksmi.2017.21.6.196
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1 
(2017), Evaluation on Structural Performance of Joint with Asymmetric Ribbed Connection Details used in Precast Bridge Deck., Journal of the Korea Concrete Institute, [in Korean]., 29(2), 159-167.Google Search
2 
(2007), Durability of an Ultra High Performance Concrete., J. Mater. Civ. Eng., 19(10), 848-854.
3 
(2011), Evaluation of Flexural Strength for UHPC Deck Joints with Lap-Spliced Reinforced Steel Bar., Journal of the Korea Institute for Structural Maintenance and Inspection, [in Korean]., 15(6), 92-99.Google Search
4 
(2007), Rapid and Mechanized Construction of Bridge Deck with Precast Concrete Deck System used Longitudinal Tendon., Magazine of the Korea Concrete Institute, [in Korean]., 19(3), 50-54.Google Search
5 
Korean Institute of Bridge and Structural Engineers (2015), Korea Highway Bridge Design Code : Limit states design method
6 
(2015), Fatigue Evaluation of Precast Concrete Deck Connection using Ultra-High Performance, Fiber Reinforced Concrete., Journal of the Korean Society of Civil Engineers, [in Korean]., 35(2), 275-285.Google Search
7 
(2016), Evaluation on Flexural Performance of Precast Decks with Ribbed Joint by FEM., Journal of the Korea Institute for Structural Maintenance and Inspection, [in Korean]., 20(1), 85-94.Google Search
8 
(2007), Experimental Study on Static and Fatigue Strength of Loop Joints., Eng. Struct., 29, 145-162.
9 
(2016), Structural Behavior of Precast Concrete Deck with Ribbed Loop Joints in a Composite Bridge., Smart Struct. Syst., 17(4), 559-576.
10 
(2015), Evaluation on Flexural Performance of Precast Bridge Decks with Ribbed Connection., Journal of the Korea Institute for Structural Maintenance and Inspection, [in Korean]., 19(3), 1-9.Google Search